Strength of Materials |
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Page 71
... to the ends of the shafts and bolted together , as in Fig . 3-6 . The torque is transmitted by the shearing force P created in the bolts . T T R P = AS = " 2S - Art . 3-3 ] 71 Flanged Bolt Couplings 3-3 Flanged Bolt Couplings.
... to the ends of the shafts and bolted together , as in Fig . 3-6 . The torque is transmitted by the shearing force P created in the bolts . T T R P = AS = " 2S - Art . 3-3 ] 71 Flanged Bolt Couplings 3-3 Flanged Bolt Couplings.
Page 72
... bolt coupling . Assuming that the stress is uniformly distributed , the load in any bolt is given by the simple stress equation P = AS and equals Ss . It acts πd2 4 through the center of the bolt and tangent to the bolt circle . The ...
... bolt coupling . Assuming that the stress is uniformly distributed , the load in any bolt is given by the simple stress equation P = AS and equals Ss . It acts πd2 4 through the center of the bolt and tangent to the bolt circle . The ...
Page 73
... bolt circles . As we shall see in Chapter 12 , this situation occurs in eccentrically loaded riveted connections . PROBLEMS 326. A flanged bolt coupling consists of eight 2 - in . - diameter bolts spaced evenly around a bolt circle 12 ...
... bolt circles . As we shall see in Chapter 12 , this situation occurs in eccentrically loaded riveted connections . PROBLEMS 326. A flanged bolt coupling consists of eight 2 - in . - diameter bolts spaced evenly around a bolt circle 12 ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ